[1]
E Bonisoli, A Fasana, L Garibaldi & S Marchesiello: Sensitivity Analysis and Damage Location Over the Z24 bridge., Proceedings of the first European workshop on structural health monitoring, (2002) pp.1007-1015.
Google Scholar
[2]
S R Pearson, J S Owen & B S Choo: The use of vibration signatures to detect flexural cracking in reinforced concrete bridge decks., Key Engineering Materials, Vols 204-205, (2001), pp.17-26.
DOI: 10.4028/www.scientific.net/kem.204-205.17
Google Scholar
[3]
N Haritos & J S Owen, The Use of Vibration Data for Damage Detection in Bridges: A Comparison of System Identification and Pattern Recognition Approaches., International Journal of Structural Health Monitoring (under review).
DOI: 10.1177/1475921704042698
Google Scholar
[4]
K Van Den Abeele & Visscher J D: Damage assessment in reinforced concrete using spectral and temporal nonlinear vibration techniques, Cement and Concrete Research, Vol 30, (2000), pp.1453-1464.
DOI: 10.1016/s0008-8846(00)00329-x
Google Scholar
[5]
J S Owen, C M Tan & B S Choo, Empirical model of the non-linear vibration of cracked reinforced concrete beams, Proceedings of the first European workshop on structural health monitoring, (2002), pp.195-202.
Google Scholar
[6]
M J Fabela-Gallegos, D Vazquez-Vega, A A Torres-Acosta & M Martinez-Madrid, Vibration monitoring to detect corrosion degradation in reinforced concrete beams., 58 th Annual Conference & Exposition (2003).
Google Scholar
[7]
S W Doebling, C R Farrar & P J Cornwell: DIAMOND: A graphical user interface toolbox for comparative modal analysis and damage identification, Proc. of Sixth International Conference on Recent Advances in Structural Dynamics, (1997), pp.399-412.
Google Scholar